RB wall and Surface Dressing Dana to Mothal Road

SLIP CLEARANCE In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. as per direction of Engineer Incharge at site.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal, use or dumping of serviceable material of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah stone

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and curing complete

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

Providing and laying of RBM/GSB/Quarry Muck including spreading , leveling, dressing and then consolidating with PRR 8-10 Tonne capacity complete job as per direction of Engineer Incharge at site

proving, Laying, spreading and compacting stone aggregate of sizes 63mm to 45mm (WBM G-II) in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. including Khak bajree/moorum/stone screening tupe A complete job including all cost and carriage

Supplying and filling of stone duly hand packed i.e on horizontally behind wall/abutments, stone available from hard rocks including all carriage complete as per direction of Engineer Incharge at site .